toronto...73.00 74.00 75.00 76.00 77.00 78.00 79.00 80.00 81.00 82.00 73.00 74.00 75.00 76.00 77.00...

73.00

74.00

75.00

76.00

77.00

78.00

79.00

80.00

81.00

82.00

73.00

74.00

75.00

76.00

77.00

78.00

79.00

80.00

81.00

82.00

EXISTING

GROUND

ELEVATION

DATUM ELEV.

PIPE

INVERT

ELEVATION

CHAINAGE

79

.2

10

±

78

.2

94

±

78

.2

53

±

78

.4

38

±

78

.0

56

±

77

.7

94

±

77

.8

79

±

77

.6

50

77

.6

50

77

.6

50

76

.4

45

76

.5

48

76

.6

51

76

.7

54

0+

00

0.0

0

0+

01

0.0

0

0+

02

0.0

0

0+

03

0.0

0

0+

04

0.0

0

0+

05

0.0

0

0+

06

0.0

0

X

X

X X X X

X X

X X X

X X X X

X

X

X X

X X

CONTRACT No.DRAFTING:

SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING

SIGNEDINITIALREVISIONSDATENo.

DIRECTOR, WATER INFRASTRUCTUREMANAGEMENT

GRAHAM HARDING, P. ENG.DIRECTOR,BILL DE ANGELIS, P. ENG.

DESIGN & CONSTRUCTIONMAJOR INFRASTRUCTURE

ENGINEERING AND CONSTRUCTION SERVICES DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNELWater

ARE IN METERS UNLESS OTHERWISE NOTED

MEASUREMENTS SHOWN ON THESE PLANS

METRIC

engineering environment infrastructure

R.V.Anderson Associates Limited

in association with

17ECS-MI-04DC

IHES-2(B) SANITARY SEWER PLAN & PROFILE

SEPTEMBER 2017

AS SHOWN

CIVIL

1078-2014-02-49 C44

AP AT DGC

PATCH OPENING SURROUNDING

THE FLEX DUCT

CONCRETE

FIN FLOOR

FLEX

CAULKING

CAULK SEAM ALL AROUND AT

WALL INCLUDING SIDES

BOLT ON TOP WITH 100mm LIP ALL

AROUND ALL SIDES

LAG BOLT TO SECURE TOP

150mm DIA FLEX DUCT

(FLEXMASTER TYPE 6 OD)

URETHANE INSULATION

ALL AROUND (POURED IN

PLACE)

GRADE

USE PLY ON ENCLOSURE BELOW

GRADE (12mm THK)

50mm SAN PIPE

HDPE SDR 7.3

AS

R

EQ

UIR

ED

1.5

m

MIN

SECTION

FILL INSIDE AREA WITH

POURED IN PLACE URETHANE

INSULATION DOWN TO 500mm

BELOW GRADE

PREFABRICATED METAL ENCLOSURE

SHEET STEEL 12 GAUGE ( 10 BEND)

2 PRIMER & 2 FINISH COATS DARK

BRONZE WITH BOLT CAP

150mm DIA FLEXDUCT

MOUNTING LUGS 2 PER SIDE

TO BOLT ENCLOSURE TO WALL

150mm ANCHOR TO CONCRETE FLOOR)

LEAVE SPACE OPEN BETWEEN

FLEX DUCT & SAN PIPE IN ORDER

TO ALLOW AMBIENT AIR FROM

BLDG TO SURROUND THE SAN PIPE

DOWN TO 1500mm BELOW OF ROAD

CORE DRILL FLOOR

PROFILE

VERTICAL = 1 : 50

HORIZONTAL = 1 : 200

DETAIL '1'

FINISHED GROUND

150 X 150 X 150 TEE

90° BEND

PROTECT EXISTING

ELECTRIC DUCT BANK

PLAN (STA 0+00.00 TO STA 0+65.00)

1 : 200

90° VERT. BEND

90° VERT. BEND

150MM FM PVC DR35 @1%

PREFABRICATED METAL

ENCLOSURE

FIELD MEASURE TOP OF PLATFORM

FLOOR FOR PREFABRICATED

METAL ENCLOSURE

355

45

7

RIM EL 78.56

EX.ELECT.DUCT BANK

EX.200mm WATERMAIN

INV EL 76.27

EX.600mm STORM SEWER

INV EL 75.51

IE 77.80

EX. CONDUIT

IE 76.43

SERVICE PLATFORM NO.2

SA

NIT

AR

Y P

UM

PIN

G S

TA

TIO

N

SE

E D

WG

. C

47

F

OR

D

ET

AIL

EX. 150mm SAN

FM PVC DR 35

EX. 50mm SAN FM HDPE SDR 7.3

355

45° HOR.

BEND

78

.5

48

±7

6.5

05

0+

06

4.5

9

150 X 150 X 150 TEE

90° BEND

"D BUILDING PRIMARY

SEDIMENTATION TANKS

DETAIL - EXISTING CONNECTION TO D BUILDING

CONTRACTOR TO DESIGN

SITE CONNECTIONS BEYOND

SANITARY STUB CONNECTION

AS REQUIRED

NOTES:

1. SANITARY SEWER AND SANITARY PUMPING STATION ARE TO BE

CONSTRUCTED IN ADVANCE OF CONSTRUCTION UNDER A SEPARATE

CONTRACT.

2. VERTICAL DATUM: IHES-2(B) EXISTING GRADING PLAN, EXISTING INVERT

ELEVATIONS AND SURVEY CONTROL ARE BASED ON THE ASHBRIDGES

BAY TREATMENT PLANT SPECIFIC DATUM. IHES-2(B) STRUCTURAL

DRAWING ELEVATIONS ARE BASED ON THE CANADIAN GEODETIC

VERTICAL DATUM (CGVD28). CONVERSION FROM PLANT DATUM TO

GEODETIC DATUM REQUIRES LOWERING OF THE PLANT DATUM

ELEVATION BY A FACTOR 0.289m (CGVD28 = PLANT DATUM - 0.289m).

3. HEAT TRACING CABLES INSTALLED ON SANITARY DISCHARGE PIPES

CROSSING THE ABTP NORTH ACCESS ROAD UNDER ADVANCED

CONTRACT. POWER SUPPLY CONNECTION TO THE HEAT TRACING CABLES

HAS NOT BEEN PROVIDED. THE CONTRACTOR IS TO DESIGN AND PROVIDE

THE POWER SUPPLY AND ANCILLARY EQUIPMENT REQUIRED TO OPERATE

HEAT TRACING ON THE 200mm PVC and 50mm FM HDPE SANITARY

DISCHARGE PIPES.

11.25° BENDS

EX. 50mm SAN FM HDPE SDR 7.3

PARALLEL TO 200mm PVC DR28

90° BEND

IE 76.80

NTS

1

MOUNTING LUGS 2 PER SIDE

TO BOLT ENCLOSURE TO WALL

(150mm ANCHOR TO

CONCRETE FLOOR)

PLAN

SANITARY PUMPING STATION

COMPLETED BY OTHERS.

CONTRACTOR TO INSTALL AND

SUPPLY GRINDER PUMPS AND ANY

RELATED PUMP CONTROLS

(REFER TO C47 FOR PUMP DETAILS)

PROTECT EXISTING

ELECT.MH.

0 SEP 2017 ISSUED FOR TENDER DGC

0.5

0m

0.2

0m

1

1

1 NOV 2017 ISSUED FOR ADDENDUM 1 DGC

TAG

#

COMMON

NAME

DBH

(cm)

PROTECT REMOVE

122 Manitoba Maple 41.0 X

126 Black Locust 24.0 X


128 White Elm 15.0 X













194 White Mulberry 16.0 X

195 White Mulberry 16.0 X

4

1

1

1

2

1

3

T

2

1

9

2

6

2

8

3

0

3

2

3

4

4

04

1

4

3

4

4

4

7

5

0

5

4

8

1

1

3

0

1

4

3

1

7

3

1

8

3

2

9

3

1

3

3

3

7

3

8

3

9

4

2

5

3

5

5

5

6

5

7

5

8

5

9

6

0

6

1

6

2

6

3

6

4

6

5

6

6

6

7

6

8

6

9

7

0

7

1

7

2

7

3

7

87

9

8

0

8

2

8

3

8

48

5

8

6

8

7

8

8

8

9

9

09

1

9

2

9

3

9

6

9

8

9

9

1

0

0

1

0

41

0

5

1

0

6

1

0

7

1

0

8

1

0

9

1

1

0

1

1

1

1

1

2

1

1

3

1

1

4

1

1

5

1

1

6

1

1

7

1

1

8

1

1

9

1

2

0

1

2

1

1

2

3

1

2

4

1

2

5

1

2

8

1

3

1

1

3

2

1

3

3

1

3

4

1

3

5

1

3

6

1

3

7

1

3

8

1

3

9

1

4

0

1

4

1

1

4

2

1

4

4

1

4

5

1

4

6

1

4

7

1

4

8

1

4

9

1

5

0

1

5

1

1

5

2

1

5

3

1

5

4

1

5

5

1

5

6

1

5

7

1

5

8

1

5

9

1

6

0

1

6

1

1

6

2

1

6

3

1

6

4

1

6

5

1

6

6

1

6

8

1

6

9

1

7

1

1

7

4

1

7

5

1

7

8

1

7

9

1

8

0

1

8

7

1

8

8

1

8

9

1

9

3

T

2

1

7

3

5

4

5

4

6

4

8

5

1

5

2

7

4

7

5

7

6

7

7

9

5

9

7

1

0

1

1

0

2

1

0

3

1

2

2

1

2

6

1

2

7

1

2

9

1

6

7

1

7

0

1

7

2

1

7

6

1

7

7

1

8

6

1

9

0

1

2

3

5

6

7

8

9

1

0

1

4

1

5

1

6

T

2

2

31

7

1

8

1

9

2

0

2

1

2

2

2

3

2

4

T

2

1

8

2

5

2

7

3

6

4

9

9

4

1

8

1

1

8

2

1

8

41

8

5

1

9

1

1

9

2

1

9

4

1

9

5

1

3

0

1

8

3

1

2

8

1

3

3

1

3

4

1

3

5

1

2

2

1

2

6

1

2

7

1

2

9

1

8

6

1

8

11

8

2

1

8

4

1

8

5

1

9

1

1

9

4

1

9

5

BB1-7

BB1-6

BB1-5

BB1-3

BB1-4

BB1-

1 BB1-

2LD-

BD-2

8507

-BD-

01

TEST HOLES DATA TABLE

TH

#

TH

D

ata

(m

/d

/y

)

Utility

T

yp

e

Utility

Ma

te

ria

l

Utility

Wid

th

To

p E

le

v. o

f

U

tility

(m

)

De

pth

o

f

Utility

fro

m

Gra

de

ID

'd

B

y

1 08-02-2016 STM MET 400 80.39 1.85Rod & Cap

2 08-02-2016 STM MET 400 80.27 1.89Rod & Cap

3 08-02-2016 STM MET 400 80.27 1.90

Rod & Cap

4 08-02-2016 STM MET 400 79.36 3.00Rod & Cap

5 08-02-2016 STM CON

-

78.77 3.58Rod & Cap

6 08-02-2016 GAS MET 300 80.50 1.31

Rod & Cap

7 08-03-2016 GAS MET 300 80.95 1.36Rod & Cap

8 08-03-2016 STM MET 400 78.86 3.36Rod & Cap

9 08-03-2016 STM CON - 78.93 3.55

Rod & Cap

10 08-03-2016 STM UNK 200 79.79 2.26Rod & Cap

11 08-03-2016 STM UNK 200 79.34 3.03Rod & Cap

12 08-04-2016 STM CON 2700 78.88 3.50

Rod & Cap

13 08-04-2016 STM CON - 78.71 3.53Rod & Cap

14 08-04-2016 STM CON - 77.72 4.56Rod & Cap


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING






ARE IN MILLIMETERS UNLESS OTHERWISE NOTED


METRIC



in association with

17ECS-MI-04DC

BB-1 CONSTRUCTION COMPOUND - REMOVAL PLAN

OCTOBER 2017

1:500

CIVIL

1078-2014-02-62 C57

AP AT DGC

PRINCE EDWARD VIADUCT

B

L

O

O

R

R

A

M

P

B

A

Y

V

IE

W

A

V

E

N

U

E

CITY OF TORONTO

S

T

R

E

E

T

L

I

N

E

S

T

R

E

E

T

L

I

N

E

PR

O

PE

R

TY

LIN

E

PR

OP

ER

TY

LIN

E

TRCA REGULATION LIMIT

CITY OF TORONTO

CITY OF TORONTO

ST

RE

ET

LIN

E

TORONTO BOARD OF EDUCATION

ROSEDALE HEIGHTS SECONDARY

SCHOOL

GENERAL NOTES

1. DURING REMOVALS, CONTRACTOR TO SECURE SITE TO PROTECT THE PUBLIC.

2. CONTRACTOR TO PROTECT EXISTING TREES NOT DESIGNATED FOR REMOVAL.

3. SHAFT BB-1 CONSTRUCTION COMPOUND AND HOARDING INSTALLATION TO BE DONE

PRIOR TO STRIPPING OFF SITE.

4. THE LOCATION OF ALL UNDER/ABOVE GROUND MUNICIPAL SERVICES, UTILITIES AND

STRUCTURES ARE APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES AND UTILITIES

ARE SHOWN AND WHERE SHOWN ON THE DRAWINGS. THE COMPLETENESS AND

ACCURACY OF THE LOCATION OF SUCH SERVICE, UTILITIES AND STRUCTURES ARE NOT

GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL SUCH

SERVICES, UTILITIES AND STRUCTURES BY CONSULTING THE APPROPRIATE

AUTHORITIES OR UTILITY COMPANIES CONCERNED. THE CONTRACTORS SHALL PROVE

THE LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL

LIABILITY FOR DAMAGE OR RESTORATION TO SAME. ALL CONNECTION POINTS AND

MATERIAL TYPE TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE

CONTRACT ADMINISTRATOR SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICT WITH

EXISTING SERVICES.

5. DAYLIGHT ENBRIDGE GAS MAIN AT 10m SPACING ALONG GAS MAIN PRIOR TO HOARDING

INSTALLATION. NOTIFY CONTRACT ADMINISTRATOR 2 WEEKS PRIOR TO WORK TO

FACILITATE ENBRIDGE INSPECTION OF THE WORK.

6. THE CONTRACTOR SHALL NOTIFY THE CONTRACT ADMINISTRATOR AND CONTACT

TORONTO HYDRO TO HAVE THE POLE RELOCATED A MINIMUM OF 16 WEEKS PRIOR TO

POLE RELOCATION. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH TORONTO

HYDRO TO FACILITATE RELOCATION OF POLE. THE CITY WILL PAY TORONTO HYDRO

DIRECTLY FOR THE COST TO DESIGN AND RELOCATE THE POLE. THE CONTRACTOR

WILL NOT BE ENTITLED FOR ADDITIONAL PAYMENT AND THE WORK REQUIRED TO

COORDINATE RELOCATION SHALL BE CONSIDERED IN THE BASIC LUMP SUM BID PRICE.

PROTECT FULL LENGTH OF

EX. 300mm ENBRIDGE GAS

MAIN (REFER TO NOTE 5)

EXISTING FENCE

REMOVE LIGHT POLE

AND RELOCATE

(REFER TO NOTE 6)

7.5m WIDE ASPHALT

SITE ACCESS

STM 1500 AC

T.H.E.S CABLE

REMOVE BASEBALL

FIELD FENCE

CB TUNNEL

(6.3m I.D.)

R

1

5

LEGEND:

EXISTING CONTOUR

EXISTING SPOT ELEVATION

PROTECT TREE

REMOVE TREE

TEST HOLES

REMOVALS

SILT FENCE

CONSTRUCTION HOARDING

82.00

82.168

EXISTING DITCH

R

1

5

HOARDING OFFSET 1m

FROM EXISTING FENCE,

FIELD VERIFIED

TH#4

TH#5

TH#10

TH#9

TH#11

TH#12

TH#13

TH#14

TH#3

TH#2

TH#1

TH#6

TH#7

TH#8

PROTECT EXISTING

STORM SEWER

EXISTING 400mm

STORM SEWER

ABANDONED STORM

SEWER TO BE REMOVED

AND CAPPED FOR SHAFT

CONSTRUCTION

EXISTING 2850mm

RC STORM SEWER

LIMITS OF CONSTRUCTION

(HOARDING DETAILS REFER

TO C84)

CAP AND REMOVE

ABANDONED STORM

SEWER TO ALLOW

HOARDING INSTALLATION

PRUNE TREES AS REQUIRED TO

INSTALL HOARDING REFER TO

SPECIFICATION FOR DETAILS

REMOVE EX. FENCE AS REQUIRED

TO CONSTRUCT TEMPORARY SITE

ACCESS

REMOVE LIGHT POLE

AND RELOCATE

Date/Time, Plotted : 6/9/2017 3:23:01 PM

0 OCT 2017 ISSUED FOR TENDER DGC

PROTECT

EXISTING STORM

SEWER

CONTROL POINTS

1


1

1

5 M

@

2

00

EXISTING STOP

LOG

PLAN AT ELEVATION 90.8SCALE 1:50

17001

EXISTING SEWER

TUNNEL

3000 mm I.D. NEW

SEWER (SEE NOTE 1)

NEW SLIDE GATE, SQUARE

FRAME w/ 3048mm (120in)

I.D. ROUND OPENING AND

FLANGE

EXISTING STOP LOG

EXISTING SLIDE

GATE

1500

3000

450450

4890

2210

300

1100

1493

300

1920

3950

500

1500

300

300

300mm THICK

REMOVABLE

SLAB

L

C G. AND CRANE

HOOK

L

LIFTING DEVICE

(4 PER EACH ROOF

PANEL. (DETAIL 1)

3

9

5

01

8

7

5

1

5

0

0

1

5

0

0

1

2

5

0

2

1

5

0

4

9

0

0

3

0

0

3

0

0

3

0

0

3

0

0

L

L

300

3

0

0

20 GAP

5

0

0

3

0

0

m

m

T

H

I

C

K

R

E

M

O

V

A

B

L

E

S

L

A

B

EXISTING 1500x1500 OPENING

WITH DOUBLE LEAF ALUMINUM

BILCO HATCH

REFER TO GATE

INSTALLATION SEQUENCE

LIFTING

UP

4 CABLES

EX RUBBER GASKET

EX 12mm DIA.

COUNTERSUNK BOLT

EX CAST-IN

LIFTING ANCHOR / BOLT

FOAM

PLUG

EX 8mm THICK

CAPPING PLATE

EX WATER PROOFING +

PROTECTION BOARD

SECTION

EX. CAPPING PLATE DETAIL

N.T.S.

150

50 (TYP.)

100

PLAN

EX. CONC.COVER

300

LIFTING CABLE

AS REQUIRED

LIFTING LOAD PER

LIFTING EYE/

BOLT = 80KN

(UNFACTORED)

LIFTING DEVICE (P51 SWIFT LIFT LIFTING EYE

AND P-52 SWIFT LIFT ANCHOR BY DAYTON

SUPERIOR OR APPROVED (EQUIVALENT)

CONCRETE CAP LIFTING PROCEDURE

1. SURVEY OF CONCRETE CAP AND SHAFT.

2. MARK CAP AND SHAFT FITTING POINTS PRIOR TO LIFTING.

3. PROVIDE HEAVY DUTY GREASE BOND BREAKER BETWEEN

CAP AND SHAFT BEARING.

4. REMOVE FORMWORK, BEDDING MATERIALS FROM UPPER

SURFACE OF CONCRETE CAP AND AS REQUIRED TO ALLOW

FOR REMOVAL.

5. REMOVE EXISTING CAPPING PLATE AND PROVIDE A LIFTING

CABLE AT EACH LIFTING EYE LOCATION. LENGTH TO BE

DETERMINED BY CONTRACTOR TO PROVIDE A LEVEL LIFT.

6. LIFT CONCRETE COVER UNIFORMLY FROM ALL SIDE,

CONTRACTOR TO MONITOR.

7. NO JERKING OR IMPACT ON COVER DURING LIFTING AND

TRANSPORTING.

8. PROVIDE GUYED GUIDANCE THROUGHOUT LIFTING AND

TRANSPORTING WHERE NECESSARY.

9. GENTLY LOWER CAP INTO FINAL SETTING POSITION ON SITE.

SET CAP ON TIMBERS FOR UNIFORM SUPPORT AND STORE IN

LOCATION PROTECTED FROM DAMAGE ON SITE.

10. ALL LIFTING HARDWARE ASSEMBLY SHALL BE STAINLESS

STEEL.

11. REINSTALL EXISTING CAPPING PLATE AFTER COMPLETION OF

LIFT AND REPLACE DAMAGED PARTS AS REQUIRED.

12. IF DAMAGED DURING LIFT, REPLACE NEOPRENE GASKET ON

UNDERSIDE OF CAP DURING REPLACEMENT OF CONCRETE

CAP.

1

DETAIL

NTS

EX LIFTING ANCHOR/BOLT

GATE INSTALLATION SEQUENCE NOTE:

1. SURVEY EXISTING COXWELL SANITARY TRUNK SEWER

CHAMBER AND PROPOSED GATE LOCATION TO ENSURE GATE

FITS PRIOR TO MANUFACTURING OF GATE.

2. GATE INSTALLATION AND CONFINED SPACE WORK

PROCEDURE TO BE SUBMITTED AND APPROVED PRIOR TO

COMMENCING MANUFACTURING.

3. REMOVE EXISTING ASPHALT AND BOLLARDS, DETAILED ON

C71, AS REQUIRED.

4. REMOVE SOIL AND UNSHRINKABLE FILL TO ELEVATION 90.8m

TO EXPOSE REMOVABLE SLAB.

5. DETACH AND REMOVE EXISTING LADDER AND STOP LOG

OPERATION BOX AS REQUIRED FOR REMOVABLE SLAB. REFER

TO EXISTING COXWELL SANITARY TRUNK SEWER AS-BUILTS

PROVIDED IN CONTRACT ANNEXURES.

6. REMOVE 300mm THICK REMOVABLE SLAB, REFER TO DETAIL.

7. INSTALL SLIDE GATE, REFER TO MECHANICAL DRAWINGS, AND

COMPLETE TESTING AND COMMISSIONING.

8. REINSTAE REMOVABLE SLAB AND RESTORE DISTURBED AREA

TO MATCH PRE-CONSTRUCTION CONDITION.


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING








METRIC



in association with

17ECS-MI-04DC

CX-1(A) GATE INSTALLATION SEQUENCE

1:40

DGC SC DGC

CIVIL


SEPTEMBER 20171078-2014-02-85 C80

1


W

O

O

D

F

I

E

L

D

R

O

A

D

GREENWOOD SEWER

EX. 150 mm WATERMAIN

MAIN ACCESS GATE

(9m WIDE DOUBLE

SWING OPSD 972.102)

REMOVE EX. CURB STOPS

PROTECT FIRE

HYDRANT

CHAIN LINK

FENCE

PUBLIC ACCESS

ROAD TO WEST

PARKING LOT

2100m

m R

.C

.P

. S

TM

. S

EW

ER

1800mm X 2100mm CONC. TWIN CULVERT STM. SEWER

1

5

0

m

m

G

A

S

M

A

IN

5

2

5

m

m

R

.C

.P

. S

T

M

. D

R

A

IN

3

0

0

m

m

G

A

S

M

A

IN

CONSTRUCTION SITE

HOARDING-PLYWOOD

HOARDING, C84

SITE

TRAILER

(REFER TO NOTE 11

PARKING AREA

(3m x 6m)

26 SPOTS

A

C

C

E

S

S

R

O

A

D

(

8

m

W

I

D

E

)

(

R

E

F

E

R

T

O

N

O

T

E

8

)

REMOVE EX. GUARDRAIL

CURB CUT AND GRADE

FOR CAR ACCESS

REMOVE PARK SIGNAGE

W

O

O

D

F

I

E

L

D

R

O

A

D

E

A

S

T

E

R

N

A

V

E

N

U

E

BS

R-2

BD

-01

BS

R-1

BD

-02

BD

R-0

3

BD

R-0

5

BT

R-0

2

IPS CONTRACT AREA

(OCCUPIED BY SEPARATE CONTRACTOR)

IPS CONTRACT AREA

(OCCUPIED BY SEPARATE CONTRACTOR)

150mm WATERMAIN PVC DR 28

(REFER TO NOTE 10 AND

PROFILE 1)

FIRE HYDRANT AS PER

CITY STD T-1105.01

50mm FM HDPE DR11 SAN SEWER

(REFER TO PROFILE 2)

COXWELL CONTRACT

ADDITIONAL AREA

(1800m²)

SANITARY CONNECTION

TO EX. LOWER LEVEL

INTERCEPTOR (LLI)

MANHOLE AS PER CITY

STD. T-708-020

EX. T.H.E.S. POLE

(NOTE 16)

9m WIDE DOUBLE SWING

GATE, OPSD 972.102

50mm COPPER SERVICE

CONNECTION

CONTRACTOR TO PROVIDE SIGNAGE:

"NO PUBLIC PARKING AND ACCESS

AVAILABLE. ACCESS LIMITED TO

CONSTRUCTION VEHICLES ONLY"

45° BEND

45° BEND

WATER METER CHAMBER AS PER CITY

STD. T-1108.01-3 AND T-1107.02-2

(DIMENSIONS AS PER 150mm PIPE SIZE

POWER SUPPLY

(NOTE 15)

71.00

72.00

73.00

74.00

75.00

76.00

77.00

78.00

79.00

80.00

81.00

82.00

71.00

72.00

73.00

74.00

75.00

76.00

77.00

78.00

79.00

80.00

81.00

82.00

71.00

72.00

73.00

74.00

75.00

76.00

77.00

78.00

79.00

80.00

81.00

71.00

72.00

73.00

74.00

75.00

76.00

77.00

78.00

79.00

80.00

81.00

KEY PLAN

NOT TO SCALE

NORTH OF LAKE SHORE - SITE PLAN

SITE PLAN


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING








METRIC



in association with

17ECS-MI-04DC

SCALE 1:500

25 50 METERSMETER 0 2015105 30 35 40 45

LEGEND

X

CHAIN LINK FENCE

PLYWOOD

GENERAL NOTES

1. ALL EXCAVATED MATERIAL SHALL BE TRANSPORTED OFF SITE AND BE

DISPOSED BY THE CONTRACTOR AT THE APPROPRIATE RECEIVER SITE.

NO STOCKPILING OF EXCAVATED MATERIAL ON SITE SHALL BE

PERMITTED.

2. THE CONTRACTOR SHALL STRIP TOPSOIL FULL DEPTH TO MININUM

300mm BELOW EXISTING GROUND SURFACE.

3. THE SITE AND ACCESS ROADS SHALL BE PROOF ROLLED BY DRIVING A

HEAVY CONSTRUCTION VEHICLE OVER THE AREAS TO IDENTIFY ANY

WEAK OR UNSTABLE AREAS. ALL WEAK OR WET ZONES IDENTIFIED BY

PROOF ROLLING SHALL BE SUB-EXCAVATED AND REPLACED WITH 50

MM CRUSHER RUN LIMESTONE SUPPLIED, PLACED AND COMPACTED BY

THE CONTRACTOR.

4. THE CONTRACTOR SHALL SUPPLY AND PLACE A NON-WOVEN

GEOTEXTILE (TERRAFIX 270R OR EQUIVALENT) OVER THE ENTIRE

COMPOUND AREA INCLUDING THE ACCESS ROAD.

5. THE CONTRACTOR SHALL DESIGN THE SITE AND TEMPORARY SITE

ACCESS ROADS TO PROVIDE SUFFICIENT BEARING CAPACITY FOR THE

PROPOSED EQUIPMENT LOADING BASED ON THE BOREHOLE LOGS

PROVIDED IN THE THURBER GEOTECHNICAL INVESTIGATION REPORTS.

THE CONTRACTOR SHALL PROVIDE TO THE CONTRACTOR

ADMINISTRATOR A REPORT AND DRAWING STAMPED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF ONTARIO

FOR THE PROPOSED LOADING DESIGN. THE CONTRACTOR SHALL

EXCAVATE, DEWATER AS REQUIRED, SUPPLY, PLACE AND COMPACT

GRANULAR MATERIALS AND ALL OTHER MATERIALS AS REQUIRED TO

MEET THE BEARING CAPACITY REQUIREMENTS AND SITE GRADING. NO

RECYCLED CONCRETE MATERIALS WILL BE ACCEPTED. AS A MINIMUM,

THE CONTRACTOR SHALL SUPPLY, PLACE AND COMPACT MINIMUM

150mm HL8 BINDER COURSE (MIN. 2 LIFTS) PLACED ON TOP OF 300mm

MINIMUM DEPTH OF GRANULAR "A" AND 150mm MINIMUM DEPTH OF

GRANULAR "B" MATERIALS AS PER ONTARIO PROVINCIAL STANDARD

SPECIFICATION (OPSS) 1010 FOR THE ACCESS ROAD.

6. THE CONTRACTOR SHALL MAINTAIN THE SITE AREA AND ACCESS

ROADS GRANULAR MATERIAL AND SUPPLY AND PLACE ADDITIONAL

GRANULAR MATERIAL DURING CONSTRUCTION AS REQUIRED TO

MAINTAIN THE REQUIRED SITE GRADING AND THE CONSTRUCTION

BEARING CAPACITIES.

7. ALL EQUIPMENT, LABOUR AND MATERIAL REQUIRED TO UNDERTAKE

THE WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR THE

PROJECT.

8. COXWELL CONTRACTOR TO SHARE ACCESS ROAD WITH THE FUTURE

INTEGRATED PUMPING STATION CONTRACT.

9. THE LOCATION OF ALL UNDER/ABOVE GROUND MUNICIPAL SERVICES,

UTILITIES AND STRUCTURES ARE APPROXIMATE ONLY. NOT ALL

MUNICIPAL SERVICES AND UTILITIES ARE SHOWN AND WHERE SHOWN

ON THE DRAW NGS, THE COMPLETENESS AND ACCURACY OF THE

LOCATION OF SUCH SERVICE, UTILITIES AND STRUCTURES ARE NOT

GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF

ALL SUCH SERVICES, UTILITIES AND STRUCTURES BY CONSULTING THE

APPROPRIATE AUTHORITIES OR UTILITY COMPANIES CONCERNED. THE

CONTRACTORS SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES

AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE OR

RESTORATION TO SAME. ALL CONNECTION POINTS AND MATERIAL

TYPE TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE

CONTRACT ADMINISTRATOR SHALL BE NOTIFIED IMMEDIATELY OF ANY

CONFLICT WITH EXISTING SERVICES.

10. WET TAPPING PROCEDURE TO BE PERFORMED IN ACCORDANCE WITH

SPECIFICATION 02511 AND RELEVANT CITY OF TORONTO

CONSTRUCTION SPECIFICATION INCLUDING TS 7.30 AND TS 7.70.

11. SITE TRAILER TO BE IN ACCORDANCE WITH SPECIFICATION 01510.

12. CONTRACTOR TO DESIGN DEWATERING SYSTEM BASED ON

GROUNDWATER ELEVATION OF 76.40m

13. CONTRACTOR TO DESIGN SITE CONNECTION BEYOND THE WATERMAIN

AND SANITARY SEWER STUB CONNECTIONS.

14. CONTRACTOR TO DEMOBILIZE SITE TRAILER TO BE RETAINED BY

OWNER.

15. CONTRACTOR TO DESIGN AND CONSTRUCT POWER SUPPLY FROM

T.H.E.S. TRANSFORMER TO SITE TRAILER.

16. POWER SUPPLY AVAILABLE AT T.H.E.S. POLE: 200A AT 120/240V.

17. CONTRACTOR TO ARRANGE FOR ESA INSPECTION OF POWER SUPPLY.

ONCE COMPLETED, CONTRACTOR TO CONTACT TORONTO HYDRO FOR

METER AND FINAL CONNECTION.

EXISTING TREE

TREE REMOVED

REMOVAL

CONNECTION TO EX.

150mm WATERMAIN

I.E. 75.44m

50mm FM HDPE

DR 11 SAN SEWER

WATER METER CHAMBER

AS PER CITY STD. T-1108.01-3.

INSTALL BACKFLOW PREVENTER

AS PER CITY STD.

EXISTING GROUND

100mm OF HI-40

POLYSTYRENE

INSULATION

150mm SERVICE CONNECTION

TO FIRE HYDRANT

AS PER CITY STD T-1105.01

50mm COPPER WATER

SERVICE CONNECTION

CAPPED AT SURFACE,

ISOLATION VALVE AS PER

CITY STD T-1101.02-2

(REFER TO NOTE 13)

I.E. 75.45

1.2

8m

150mm PVC DR28 WATERMAIN

MIN

1

.8

m

CONNECTION TO EX. LLI MANHOLE

AS PER CITY STD T-708-20

I.E. 73.70

1.2

8m

150mm DIA PVC DR28 WATERMAIN

50mm F

M HDPE

DR11 S

AN SEWE

R

EXISTING GROUND

SAN SEWER CONNECTION

CAPPED AT SURFACE

(REFER TO NOTE 13)

90° BEND

I.E. 75.00


DGC GRH DGC

OCTOBER 2017

1:5001078-2014-02-90 C85

150mm WATERMAIN PROFILE

1

H 1:250 V 1:125

50mm SANITARY SEWER PROFILE

2

H 1:250 V 1:125

45° BEND

45° BEND

45° BEND

1


1

LS

LS

LS

17ECS-MI-04DC

DON & WATERFRONT WET WEATHER FLOW SYSTEM

DGC RV

PLAN

1078-2014-02-96

N

TI06



METRIC

PROP

ERTY LI

NE

0 102.5 15 METERSMETER 5

SCALE 1:250

PROP

ERTY LI

NE

PROP

ERTY LI

NE

CONSERVATION AUTHORITY TORONTO AND REGION

PROPOSED CB TUNNEL

METROLINX

METROLINX

DON V

ALLEY PK

WY

EUNEVA WEIVYAB

DAOR Y

R

ET

TO

P

N

NOT TO SCALE

KEY MAP

48

777

53

51

55

22

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18

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14

12

10

24

47

45

41

43

89

87

480

789

102

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TR

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D

AR

EA

D

D

D

OF

D

OF

NATIO

NAL

BOROUGH

EAST

D

D

YORK

TORONTO

RAILWAYS

D

BAYVIEW AVENUE

Guid

e

Rail

BAYVIEW

A

VENUE

EAST

OF

YOR

K

D. V. P.

BOR

OU

GH

Header

AVENUE

THORNCLIFFE

HIL

L

CHES

TE

R

BOR

OU

GH

EAST

OF

YOR

K

LS

15m

ZONE OF INFLUENCE

ZONE OF INFLUENCE

E

E

(6.30m I.D.)C. B. TUNNELPROPOSED

ZONE OF INFLUENCE (28.0m)

RAIL

7+828.7

5

5m (TYP)

10.0

m

LEGEND:

56.65m

MILEAGE ± 207.57BELLEVILLE SUBDIVISION

EGDIRB



in association with

TUNNEL INSTRUMENTATION - METROLINX CROSSING 5

COXWELL BYPASS TUNNEL

MPBX 45 MPBX 44 MPBX 43

MPBX 51 MPBX 50 MPBX 47MPBX 49 MPBX 48 MPBX 46

RAILWAY TRACKS

PROPOSED TUNNEL ALIGNMENT

SHALLOW IN-GROUND SETTLEMENT MONITORING POINTS (SMP)

MULTIPOINT BOREHOLE EXTENSOMETER (MPBX)

(MIN. 7.30m DIA)EXCAVATIONTUNNEL


SEPTEMBER 2017SIGNEDINITIALREVISIONSDATENo.

DESIGN:

DATE:

SCALE: 1:250

DRAFTING: CHECK:

DRAWING

NUMBER:

CH CONTRACT No.

Water

MANAGEMENT MAJOR INFRASTRUCTURE

DIRECTOR, DESIGN & CONSTRUCTION

BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.

DIRECTOR, WATER INFRASTRUCTURE

ENGINEERING & CONSTRUCTION SERVICES

TO TRACKS AT GRADETRANSITION OF METROLINX BRIDGE

(NOTE 9)BRIDGE FOOTING

AND MONITOR WITH FREQUENCY SPECIFIED FOR SMP'S9. INSTALL REFLECTIVE SURVEY MARKERS AT EACH OF THE 4 CORNERS OF THE BRIDGE FOOTING AT GRADE

POST-CONSTRUCTION PHOTOS FOR GO TRANSIT/METROLINX RECORDS.8. THE CONTRACTOR SHALL PROVIDE STATUS/PROGRESS PHOTOS, INCLUDING PRE-CONSTRUCTION AND

PIER (TWO POINTS TOTAL). MONITORING TO BE UNDERTAKEN AT THE SAME FREQUENCY OF THE SMP’S.LEVEL POINT IS TO BE INSTALLED ON BOTH THE EAST AND WEST SIDE OF THE NORTHERN MOST BRIDGE ABUTMENT WALL ON THE UNDERSIDE OF THE BRIDGE (TWO POINTS TOTAL). AN ADDITIONAL PRECISION

7. PRECISION LEVEL POINTS ARE TO BE INSTALLED ON BOTH THE EAST AND WEST SIDE OF THE NORTH

AT ANY TIME. THE CONTRACTOR SHALL PROMPTLY COMPLY WITH SUCH REQUESTS.6. AECOM (ON BEHALF OF GO TRANSIT/METROLINX) HAS THE RIGHT TO REQUEST ADDITIONAL MONITORING

IF FURTHER MONITORING IS WARRANTED.CONSTRUCTION AND THE SURVEY DATA SHOULD BE REVIEWED AFTER THE MONITORING TO DETERMINE

5. TRACK ALIGNMENT (LINE AND GRADE) IS TO BE MONITORED USING TOTAL STATION THROUGHOUT

RIGHT-OF-WAY TO PRE-EXISTING CONDITIONS.ASSOCIATED WITH ANY WORK (INCLUDING TRACK WORK) REQUIRED TO RESTORE THE RAILWAY RESTORATION TECHNIQUES/METHODS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS APPROPRIATE MEASURES TO PREVENT FURTHER GROUND MOVEMENT AS WELL AS APPROPRIATE OF THE CAUSE OF THE MOVEMENT, SUPPORTED BY ENGINEERING RATIONALE AND RECOMMEND TRANSIT/METROLINX). THE CONTRACTOR’S PROFESSIONAL ENGINEER SHALL PROVIDE AN ASSESSMENT SHOULD IMMEDIATELY NOTIFY THE CONTRACT ADMINISTRATOR AND AECOM (ON BEHALF OF GO

4. IF ALARM LEVELS ARE ENCOUNTERED WORKS SHOULD IMMEDIATELY CEASE AND THE CONTRACTOR

APPROPRIATE MEASURES TO PREVENT FURTHER GROUND MOVEMENT.OF THE CAUSE OF THE MOVEMENT SUPPORTED BY ENGINEERING RATIONALE AND RECOMMEND TRANSIT/METROLINX). THE CONTRACTOR’S PROFESSIONAL ENGINEER SHOULD PROVIDE AN ASSESSMENT IMMEDIATELY NOTIFY THE CONTRACT ADMINISTRATOR AND AECOM (ON BEHALF OF GO

3. IF REVIEW LEVELS ARE ENCOUNTERED THE CONTRACTOR (OR THEIR REPRESENTATIVE) SHOULD

DOCUMENT CORRECTIVE ACTION UNDERTAKEN IN ACCORDANCE WITH THE SPECIFICATION. OF ALERT LEVELS ARE REACHED REPORTS SHOULD BE SUBMITTED AS SOON AS POSSIBLE AND SIGNED, AND DATED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROVINCE OF ONTARIO. IF REVIEW TUNNELLING, SHOWING COMPARISON TO THE BASELINE READINGS. THE REPORTS ARE TO BE STAMPED, CONTRACT ADMINISTRATOR AND AECOM (ON BEHALF OF GO TRANSIT / METROLINX) DURING ACTIVE

2. THE CONTRACTOR SHALL SEND SETTLEMENT MONITORING REPORTS WITHIN 24 HOURS TO THE

SUPERVISION OF A REGISTERED ONTARIO LAND SURVEYOR. THE ACTUAL ELEVATION SHALL BE RETAINED. THE SURVEYING SHALL BE CARRIED OUT BY, OR UNDER THE SURVEYING FIRM CAPABLE OF SURVEYING THE SETTLEMENT POINT ELEVATION TO WITHIN +/- 0.5 MM OF EQUIPMENT, THE MONITORING OF RAIL TRACKS IS TO BE DONE WITH A TOTAL STATION. AN INDEPENDENT

1. SETTLEMENT MONITORING SHALL BE COMPLETED USING CONVENTIONAL PRECISION LEVELLING

NOTES:

1

1

1

1 NOV 2017 DGCISSUED FOR ADDENDUM 1

32

90

100

102

32

90

102

-0+25 0+25

100

Scaled 1.00 Times Hor.

Scaled 2.50Times Ver.

0+00

CROSS SECTION E-E AT STATION 7+828.75

40 40

50/80 50/80

7+780.0

0

7+800.0

0

7+820.0

0

7+840.0

0

7+860.0

0

7+880.0

0

7+900.0

0

7+920.0

0

NTS

2

NTS

1

NTS

3

INTEGRATED PUMPING STATION CONNECTION TUNNEL -

TYPICAL SECTION (STATION 1+015 TO STATION 1+093

NOTES:

1. COMPLETE WORK ON TUNNEL FROM STATION 1+015 TO 1+025 AND INSTALL

CONSTRUCTION DELINEATION BY FEBRUARY 1, 2021.

2. TUNNEL FROM STATION 1+015 TO STATION 1+025 TO BE TURNED OVER TO OWNER IN

ADVANCE OF COMPLETION OF COXWELL BYPASS TUNNEL. THE CONTRACTOR SHALL

EXPECT THIS TO OCCUR AFTER FEBRUARY 1, 2021 AND PRIOR TO SUBSTANTIAL

PERFORMANCE.

3. THE CONTRACTOR IS REQUIRED TO FACILITATE ACCESS FOR THE OWNER AND

CONTRACTOR ADMINISTRATOR FOR THE PURPOSE OF INSPECTION AND TESTING

PRIOR TO OWNER ACCEPTANCE OF THE TUNNEL FROM STATION 1+015 TO STATION

1+025, AS REQUESTED BY THE CONTRACT ADMINISTRATOR.

4. THE OWNER WILL PROVIDE WRITTEN ACCEPTANCE OF THE SECTION OF TUNNEL

FROM STATION 1+015 TO STATION 1+025. WRITTEN ACCEPTANCE BY THE OWNER

SHALL CONFIRM COMPLETION AND ACCEPTANCE OF THIS SECTION BY THE OWNER.

UNTIL WRITTEN ACCEPTANCE OF THIS SECTION OF TUNNEL IS OBTAINED THE

CONTRACTOR IS REQUIRED TO MAINTAIN THE WORK AREA.

5. ONCE ACCEPTED BY THE OWNER, THE CONTRACTOR WILL NOT BE PERMITTED TO

ACCESS THE TUNNEL EAST OF STATION 1+015 WITHOUT PRIOR WRITTEN APPROVAL

OF THE OWNER AND THE INTEGRATED PUMPING STATION CONTRACTOR.

INTEGRATED PUMPING STATION CONNECTION TUNNEL

TERMINUS STATION 1+015

TYPICAL PRECAST TUNNEL LINING TO SHAFT WALL CONNECTION

NTS

4

INTEGRATED PUMPING STATION CONNECTION TUNNEL

CONTRACTOR DELINEATION (INSTALLATION AT STA 1+025)

NOTE:

1. THE CONTRACTOR SHALL SUBMIT A METHOD STATEMENT DETAILING THE PROPOSED METHODOLOGY TO MOVE THE TBM THROUGH EACH

OF THE SHAFTS EXCAVATED IN ADVANCE OF THE TBM ARRIVAL. THE METHOD STATEMENT SHALL BE SUBMITTED TO THE CONTRACT

ADMINISTRATOR A MINIMUM OF 60 DAYS PRIOR TO TBM ARRIVAL AT EACH SHAFT LOCATION.

150mm

SLOPE 0.15%

FUTURE CONNECTION TO

INTEGRATED PUMPING STATION

150mm SHOTCRETE

(30 MPa)

STATION 1+015

INV. EL 23.35m

CAST-IN-PLACE LINING

(REFER TO DETAIL 1)

6300m

m D

IA

.

CB

T T

UN

NE

L

35M@150 EF

30M@300 EF

6

3

0

0

D

I

A

5

0

0

CAST- IN PLACE

CONCRETE LINING

TUNNEL EXCAVATION MINIMUM 7.3M,

CONTRACTOR CAN OVERSIZE TO SUIT TBM

LAUNCH AND SITE LOGISTICS. HAND TUNNEL

SUPPORT SHALL BE DESIGNED IN ACCORDANCE

WITH SPECIFICATION SECTION 02318.

NOTES:

1. THE CAST-IN-PLACE CONCRETE LINING DESIGN IS BASED ON SECTION 5.1.8

ENTITLED "TUNNEL CRITICAL LOAD CASES" OF THE "TUNNEL & SHAFT LINING

EVALUATION STUDY" BY GOLDER ASSOCIATES, REPORT NUMBER: 1413095 (18000);

DRAFT VER. 4.

2. THE CONTRACTOR SHALL PUMP OUT THE INTEGRATED PUMPING STATION

CONNECTION TUNNEL FROM STATION 1+093 TO STATION 1+015 TO PREVENT WATER

ACCUMULATION IN THE INVERT.

IHES-2(B) SHAFT

INTEGRATED PUMPING STATION

DRAINAGE MAT

50mm PVC

WHEEPHOLE

3 STUDS EACH SIDE

OF DOOR

1200x2400x19mm PLYWOOD

DOOR w/ HEAVY DUTY HINGES

AND HASP FOR PADLOCK

38x235 ANCHORED TO

CONCRETE ALL AROUND

6300m

m D

IA

T

UN

NE

L

2-35M

4-35M

2-35M

35M@150 U BARS

35M@150 L BARS

6300mm DIA TUNNEL

INV EL VARIES

T/BASE SLAB

35M SHEAR FRICTION

DWLS 2- BUNDLED

BARS @125 WITH STD

HOOK MIN LENGTH

4000 FOR 3500mm EA

SIDE OF TUNNEL, TYP

25mm EXPANDING WATERSTOP

ALL AROUND PERIMETER OF

LINING

PRECAST CONCRETE

SEGMENT

25M DWLS @150,

600mm LONG, 300mm

EMBD WITH

HILTI HIT-RE 500 V3, TYP

25mm EXPANDING

WATERSTOP AROUND

PERIMETER OF LINING

25M DWLS @150,

600mm LONG, 300mm

EMBD WITH

HILTI HIT-RE 500 V3, TYP

(

M

I

N

)

REINFORCEMENT NOT

SHOWN FOR CLARITY

300

38 X235's @400mm OC w/19 mm

PLYWOOD SHEATHING

TUNNEL DETAILSSECTION AND DETAILS - STRUCTURAL


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING








METRIC



in association with

17ECS-MI-04DC


1

1

SEPTEMBER 2017

NOT TO SCALE1078-2014-02-144 S36

GDN GRH DT

1


1

ryn86280Snapshot



METRIC

N

CARLAW AVENUE

STREET LINE

STREET LINE

CARLAW AVENUE

STREET LINE


AR

1078-2014-02-203

17ECS-MI-04DC

LA

KE S

HO

RE B

OU

LE

VA

RD


CIVIL

JK

HOARDINGLIMIT OF CONSTRUCTION

ACCESS ROAD

STR

EET LIN

E

STR

EET LIN

E

4CAR/4LES - REMOVAL PLAN

EXISTING FENCE

0 2 51 10

SCALE 1:200

METER METERS

C91

COMPOUND AREA LIMITSWITHIN PROPOSED SITE REMOVE EXISTING FENCE

(SEE NOTE 4)SECURITY CAMERARELOCATE REMOVE AND TO BE PROTECTED.LIGHT STANDARD IS EXISTING



in association with

(SEE NOTE 4)CAMERAREMOVE AND RELOCATE SECURITY LIGHT STANDARD.REMOVE AND RELOCATE EXISTING

TO BE PROTECTEDEXISTING LIGHT STANDARD

LIMITSCOMPOUND AREA PROPOSED SITE FENCE WITHIN REMOVE EXISTING

6.3m I.D. COXWELL BYPASS TUNNEL

LOADS. SEE NOTE 6.ACCOMODATE TRAFFIC REQUIRED TO PLACE GRANULAR AS REMOVE TOPSOIL AND


SEPTEMBER 2017SIGNEDINITIALREVISIONSDATENo.

DESIGN:

DATE:

SCALE: HORIZONTAL 1:200

DRAFTING: CHECK:

DRAWING

NUMBER:

DGC CONTRACT No.

Water


DIRECTOR, DESIGN & CONSTRUCTION,




SEE NOTE 6.CONSTRUCT DRILLED SHAFTS, GRANULAR AS REQUIRED TO REMOVE TOPSOIL AND PLACE

REMOVE TREE AND STUMP, TYP

ROADFACILITATE ACCESS BE CUT TO EXISTING CURB TO


TR

CA R

EG

ULATIO

N LIMIT

WITHIN THE SITE HOARDING LIMITS REMOVE AND REPLACE ALL CURBS AND SIDEWALKS 8.

AREASSTANDARD SPECIFICATION (OPSS) 1010 IN GRASSED RUN LIMESTONE AS PER ONTARIO PROVINCIAL LIMESTONE AND 150MM DEPTH OF 19MM CRUSHER COMPACT 150MM DEPTH OF 50MM CRUSHER RUN THE CONTRACTOR SHALL SUPPLY, PLACE AND 7.

FULL DEPTHACCESS ROAD, TOPSOIL AND SOD SHALL BE STRIPPED WITHIN THE LIMITS OF THE SITE COMPOUND AND 6.

CONTAMINATED SOIL REMOVAL AND DISPOSAL.AND MADE USING THE SCHEDULE OF PRICES ITEM FOR DISPOSAL OF HAZARDOUS WASTE WILL BE MEASURED CONTRACT ADMINISTRATOR. PAYMENT FOR THE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE HAZARDOUS WASTE DISPOSAL SITE IS ENCOUNTERED IF EXCAVATED MATERIAL REQUIRING DISPOSAL AT A 5.

TORONTO HYDRO'S SATISFACTIONSECURITY CAMERAS. LOCATION AND POSITIONING TO FOR THE EXACT LOCATION AND ORIENTATION OF COORDINATION WITH TORONTO HYDRO IS REQUIRED PROPOSED CONSTRUCTION COMPOUND. RELOCATED SOUTH OF THE SOUTH LIMIT OF THE TORONTO HYDRO'S SECURITY CAMERAS ARE TO BE 4.

DESIGNATED FOR REMOVALCONTRACTOR TO PROTECT ALL TREES NOT 3.

REFER TO DRAWING G11 FOR GENERAL NOTES.2.

CONFLICT WITH EXISTING SERVICES.ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONNECTION POINTS AND MATERIAL TYPE TO BE FOR DAMAGE OR RESTORATION TO SAME. ALL AND STRUCTURES AND SHALL ASSUME ALL LIABILITY SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES UTILITY COMPANIES CONCERNED. THE CONTRACTOR CONSULTING THE APPROPRIATE AUTHORITIES OR ALL SUCH SERVICES, UTILITIES AND STRUCTURES BY CONTRACTOR SHALL DETERMINE THE LOCATION OF STRUCTURES ARE NOT GUARANTEED. THE OF THE LOCATION OF SUCH SERVICES, UTILITIES AND THE DRAWING(S) THE COMPLETENESS AND ACCURACY AND UTILITIES ARE SHOWN AND WHERE SHOWN ON APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES MUNICIPAL SERVICES, UTILITIES AND STRUCTURES ARE THE LOCATION OF ALL UNDER/ABOVE GROUND 1.

GENERAL NOTES

CURBBARRIER EXISTING REMOVE

TO ACCOMODATE GATETO BE REMOVEDEXISTING FENCE

1


3R

LSLS

LS

LS

LS

LS

LS

LS

PARKING

Concrete Cross Walk

3R

HW

HM

H

GT

HW

G/P

GT

GT

HM

H

GT

Mwell

RR

LS

SCB

HW

GT

TL Mwell

SCB

WV

RS

GT

GT

HYD

RS

Bol

WV

GT

PA

RKIN

G

P

HW

RS

Bol

HW

TL

WV

BM

H

Bol

LS

HM

H

WV

BT Pedestal

LS

HW

HM

H

GT

HW

G/P

GT

GT

HM

H

GT

Mwell

RR

LS

SCB

HW

GT

TL Mwell

SCB

WV

RS

GT

GT

HYD

RS

Bol

WV

GT

PA

RKIN

G

P

HW

RS

Bol

HW

TL

WV

BM

H

Bol

LS

HM

H

WV

BT Pedestal

LS

?

Bol

Bol

Mwell

?

Bol

Bol

Mwell

LS

LS

LS

LS

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

225

226

227

228

229

230231

232

233

234

235

236

237

238

239

240

241

242

243

244

261262

76.5

77.0

77.0

77.0

77.0

77.0

77.0

77.0

77.5

77.5

4CAR-BSR-04

4CAR-BSR-03

Concrete Curb

Steel Truss on Bridge

East

Limit of

Don

Valle

y

Park

way

EASE

MENT

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

1A

1B

1C

1

155

T

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

T

T

T

T

LS

LS

T

LS

LS

LS

LS

LSLS

LS

LS

LS

LS

LS

LS

LS

LS

LS

U/C/

2012

PARKING

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

Bollard Lig

ht

Co

n. R

et. W

all

Concrete Curb


East

Limit of

Don

Valle

y

Park

way

Chain Link Fence

EASE

MENT

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

Bollard Lig

ht

RS

Bol

RS

O

HW

Bol

HW

O

Bol

O

HW

LS

LS

RS

LS

O

LS

HW

HW

O

Bol

LS

HW

Bol

HW

HW

HW

LS

LS

HW

RS

HW

LS

HW

HW

HW

LS

LS

LS

250 mm Pipeline (Trans. Northern)

250 mm Pipeline (Imperial Oil)

200 mm Pipeline (Sun Oil)




Pipeline (Trans. Canada)


450 mm Conc. Stm.Sewer



300 mm PVC Water Main



Unknown

Unknown

78.0

78.0

78.0

78.0

79.0

79.0

79.0

79.0

79.0

79.0

79.0

80.0

81.0

82.0

83.0

193

194

195

196

197

198

199

200

201

202

203

204

205

206

207

208

209210

211

212

213

214

215

216217

218

219220

221

222

223

224

1404

1401

1402

1403

1405 1406

1407

1408

1409

14101411

1412

141314141415

1416

1417

1418

1419

1420

1421

1422

1423

1424

14251426

14271428

1429

1430

14311432

1433

1434

1438

1439

1440

1441

14421443

1444

1445

14461447

1448

14351436

1437

4SUN-BSR-01

4SUN-BD-01

LD-BSR-07

LD-BSR-08

N

DO

N RIV

ER

YAW

KRAP Y

ELLA

V N

OD

OT

PM

AR

STREET LIN

E

STREET LINE



METRIC

DO

N V

ALLE

Y P

AR

KW

AY N

OR

TH

DO

N V

ALLE

Y P

AR

KW

AY S

OU

TH

PROPERTY LINE


AR

1078-2014-02-209

17ECS-MI-04DC

CIVIL

JK



DESIGN:

DATE:


DRAFTING: CHECK:

DRAWING

NUMBER:

DGC CONTRACT No.

Water






(CLOSED)

EASTERN AVENUE

0 4 102 20

SCALE 1:400

METER METERS

LIMIT OF CONSTRUCTION HOARDING

EASTERN AVENUE



in association with

4SUN/4QUE - REMOVAL PLAN

C97



SUNLIGHT PARK ROAD


TR

CA R

EG

ULATIO

N LIMIT

ACCESS ROADCUT TO FACILITATE EXISTING CURB TO BE

STANDARD SPECIFICATION (OPSS) 1010RUN LIMESTON AS PER ONTARIO PROVINCIAL LIMESTONE AND 150MM DEPTH OF 19MM CRUSHER COMPACT 150MM DEPTH OF 50MM CRUSHER RUN THE CONTRACTOR SHALL SUPPLY, PLACE AND 6.

FULL DEPTHACCESS ROAD, TOPSOIL AND SOD SHALL BE STRIPPED WITHIN THE LIMITS OF THE SITE COMPOUND AND 5.

HAZARDOUS MATERIAL REMOVAL AND DISPOSAL.AND MADE USING THE SCHEDULE OF PRICES ITEM FOR DISPOSAL OF HAZARDOUS WASTE WILL BE MEASURED CONTRACT ADMINISTRATOR. PAYMENT FOR THE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE HAZARDOUS WASTE DISPOSAL SITE IS ENCOUNTERED IF EXCAVATED MATERIAL REQUIRING DISPOSAL AT A 4.

DESIGNATED FOR REMOVALCONTRACTOR TO PROTECT ALL TREES NOT 3.


CONFLICT WITH EXISTING SERVICES.ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONNECTION POINTS AND MATERIAL TYPE TO BE FOR DAMAGE OR RESTORATION TO SAME. ALL AND STRUCTURES AND SHALL ASSUME ALL LIABILITY SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES UTILITY COMPANIES CONCERNED. THE CONTRACTOR CONSULTING THE APPROPRIATE AUTHORITIES OR ALL SUCH SERVICES, UTILITIES AND STRUCTURES BY CONTRACTOR SHALL DETERMINE THE LOCATION OF STRUCTURES ARE NOT GUARANTEED. THE OF THE LOCATION OF SUCH SERVICES, UTILITIES AND THE DRAWING(S) THE COMPLETENESS AND ACCURACY AND UTILITIES ARE SHOWN AND WHERE SHOWN ON APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES MUNICIPAL SERVICES, UTILITIES AND STRUCTURES ARE THE LOCATION OF ALL UNDER/ABOVE GROUND 1.

GENERAL NOTES

ACCESS ROAD

OCTOBER 2017

1

1


GENERIC HO

LDINGS INC

Concrete Curb


East

Limit of

Don

Valle

y

Park

way

EASE

MENT

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

1A

1B

1C

1

155

T

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

T

T

T

T

LS

LS

T

LS

LS

LS

LS

LSLS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

U/C/

2012

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

Bollard Lig

ht

Concrete Island

Co

n. R

et. W

all

Concrete Curb


East

Limit of

Don

Valle

y

Park

way

Chain Link Fence

EASE

MENT

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

Bollard Lig

ht

Concrete Island

RS

Bol

RS

O

Bol

HW

O

Bol

O

HW

LS

LS

RS

LS

O

LS

HW

HW

O

LS

HW

HW

HW

HW

LS

LS

HW

RS

HW

LS

HW

HW

HW

LS

LS

LS

193

194

195

196

197

198

199

200

201

202

204

205

206

207

208

210

211

212

213

214

215

216217

218

219220

221

222

223

224

1401

1403

1446

1448

N

DO

N RIV

ER

YAW

KRAP Y

ELLA

V N

OD

OT

PM

AR

STREET LIN

E

STREET LINE



METRIC

DO

N V

ALLE

Y P

AR

KW

AY N

OR

TH

DO

N V

ALLE

Y P

AR

KW

AY S

OU

TH

PROPERTY LINE

TORONTO CITY


AR

1078-2014-02-210

17ECS-MI-04DC

CIVIL

JK



DESIGN:

DATE:


DRAFTING: CHECK:

DRAWING

NUMBER:

DGC CONTRACT No.

Water






(CLOSED)

EASTERN AVENUE

TO BE COMPLETED BY OTHERS FUTURE DIVERSION STRUCTURE

RELIE

F LIN

E

FUTURE

0 4 102 20

SCALE 1:400

METER METERS

525 mm DIA AIR SHAFT

RELIE

F LIN

E

FUTURE

RELIE

F LIN

E

FUTURE

EASTERN AVENUE

CHAIN LINK FENCE

CHAIN LINK FENCE

4SUN/4QUE - CONSTRUCTION SITE PLAN

15.00m

R

11.00m R

C98

SMP

SUNLIGHT PARK ROAD


TR

CA R

EG

ULATIO

N LIMIT

DEAERATION CHAMBER


ADIT TUNNEL

COMPLETED BY OTHERSSTRUCTURE TO BE FUTURE DIVERSION

COMPLETED BY OTHERSCHAMBER TO BE FUTURE VORTEX


SCHEDULE.REFER TO SHEET TI01 FOR INSTRUMENTATION DETAILS AND 11.

01050.TO BE COMPLETED IN ACCORDANCE WITH SPECIFICATION SHAFT CONSTRUCTION AND POST CONSTRUCTION SURVEYS PRE-CONDITION CONSTRUCTION SURVEYS PRIOR TO DROP 10.

DETERMINE THE APPROPRIATE RECEIVER SITE. TEST THE GRANULAR TO BE REMOVED OFF SITE AND THE FINAL SITE PLAN GRADING. THE CONTRACTOR SHALL EXCEPT FOR GRANULAR MATERIALS INCORPORATED INTO EXCAVATE AND DISPOSE OF GRANULAR MATERIALS OFF SITE AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL 9.

THE ACCESS ROAD.EQUIVALENT) OVER THE ENTIRE COMPOUND AREA INCLUDING PLACE A NON--WOVEN GEOTEXTILE (TERRAFIX 270R OR ACCESS ROAD), THE CONTRACTOR SHALL SUPPLY AND MATERIAL (WITHIN THE CONSTRUCTION COMPOUND AND PRIOR TO PLACEMENT OF THE COMPACTED GRANULAR 8.

ROAD.THE CONSTRUCTION COMPOUND INCLUDING THE ACCESS SPECIFICATION (OPSS) 1010 FOR ALL OF THE AREAS WITHIN RUN LIMESTONE AS PER ONTARIO PROVINCIAL STANDARD LIMESTONE AND 150 MINIMUM DEPTH OF 19 MM CRUSHER COMPACT 150 MM MINIMUM DEPTH OF 50 MM CRUSHER RUN AS A MINIMUM, THE CONTRACTOR SHALL SUPPLY, PLACE AND 7.

CONCRETE MATERIALS WILL BE ACCEPTED.REQUIREMENTS AND SITE GRADING. NO RECYCLED AS REQUIRED TO MEET THE BEARING CAPACITY COMPACT GRANULAR MATERIALS AND ALL OTHER MATERIALS EXCAVATE, DEWATER AS REQUIRED, SUPPLY, PLACE AND PROPOSED LOADING DESIGN. THE CONTRACTOR SHALL REGISTERED IN THE PROVINCE OF ONTARIO FOR THE DRAWING STAMPED BY A PROFESSIONAL ENGINEER TO THE CONTRACTOR ADMINISTRATOR A REPORT AND INVESTIGATION REPORTS. THE CONTRACTOR SHALL PROVIDE LOGS PROVIDED IN THE AMEC GEOTECHNICAL PROPOSED EQUIPMENT LOADING BASED ON THE BOREHOLE ROADS TO PROVIDE SUFFICIENT BEARING CAPACITY FOR THE THE CONTRACTOR SHALL DESIGN THE SITE AND ACCESS 6.

CONTRACTOR.LIMESTONE SUPPLIED, PLACED AND COMPACTED BY THE SUB-EXCAVATED AND REPLACED WITH 50 MM CRUSHER RUN WET ZONES IDENTIFIED BY PROOF ROLLING SHALL BE TO IDENTIFY ANY WEAK OR UNSTABLE AREAS. ALL WEAK OR DRIVING A HEAVY CONSTRUCTION VEHICLE OVER THE AREAS THE SITE AND ACCESS ROADS SHALL BE PROOF ROLLED BY 5.

THE CONTRACTOR SHALL STRIP TOPSOIL FULL DEPTH.4.

EXCAVATED MATERIAL ON SITE SHALL BE PERMITTED.APPROPRIATE RECEIVER SITE NO STOCKPLING OF SITE AND BE DISPOSED BY THE CONTRACTOR AT THE ALL EXCAVATED MATERIAL SHALL BE TRANSPORTED OFF 3.

REFER TO SHEET G11 FOR GENERAL NOTES2.

SERVICES.BE NOTIFIED IMMEDIATELY OF ANY CONFLICT WITH EXISTING THE FIELD PRIOR TO CONSTRUCTION. THE ENGINEER SHALL CONNECTION POINTS AND MATERIAL TYPE TO BE VERIFIED IN LIABILITY FOR DAMAGE OR RESTORATION TO SAME. ALL UTILITIES AND STRUCTURES AND SHALL ASSUME ALL CONTRACTORS SHALL PROVE THE LOCATION OF ALL SUCH AUTHORITIES OR UTILITY COMPANIES CONCERNED. THE STRUCTURES BY CONSULTING THE APPROPRIATE LOCATION OF ALL SUCH SERVICES, UTILITIES AND GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE SERVICE, UTILITIES AND STRUCTURES ARE NOT COMPLETENESS AND ACCURACY OF THE LOCATION OF SUCH SHOWN AND WHERE SHOWN ON THE DRAWINGS. THE ONLY. NOT ALL MUNICIPAL SERVICES AND UTILITIES ARE SERVICES, UTILITIES AND STRUCTURES ARE APPROXIMATE THE LOCATION OF ALL UNDER/ABOVE GROUND MUNICIPAL 1.

GENERAL NOTES:

COMPLETED BY OTHERSSTRUCTURE TO BE FUTURE DIVERSION

INCLINOMETER (DETAIL 5 ON TI01)

(DETAIL 3 ON DWG TI01)NOISE AND VIBRATION MONITOR

(OPSD 972.102)9m WIDE GATE

(OPSD 972.102)6m WIDE GATE

CONNECTOR PIPE 525 mm DIA AIR

mm DIA DROP SHAFT)4SUN & 4QUE (2100

ECCENTRIC REDUCER (SEE C172)

OCTOBER 2017

1



in association with

1
















GENERIC HO

LDINGS INC

Concrete Curb


East

Limit of

Don

Valle

y

Park

way

EASE

MENT

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

1A

1B

1C

1

155

T

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

T

T

T

T

LS

LS

LS

T

LS

LS

LS

LS

LSLS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

U/C/

2012

PARKING

100mm PVC Rescu Transp. Conduit

100mm PVC Rescu Transp. Conduit100mm PVC Rescu Transp. Conduit

THW


THW


375mm V.P. San. Sewer


350mm x 525mm E.S.Br. Comb. Sewer Aband'd

in the same Trench

450mm V.P. San. Sewer (Metro)

1650mm R.C.P. San. Sewer


450mm V.P. San. Sewer and 525mm V.P. Stm. Sewer


300

mm

V.P. S

an. S

ewer


300mm V.P. San. Sewer Aband'd450mm V.P. San. Sewer

300mm V.P. San. Sewer Aband'd

750mm C.I. Pipe San. Sewer


1500mm Cir. Conc. San. Sewer

300mm Conc. Stm. Connection


Outfall

450mm V.P. Stm. Sewer

300

mm

V.P. S

tm. S

ewer

Aband'd

600mm x 900mm E.S.Br. Sewer Aband'd

300mm V.P. Stm. Sewer Aband'd

600mm x 900mm E.S.B. Stm. Sewer Aband'd

1350mm R.C.P. Stm. Sewer


1350mm Monolithic Concrete Stm. Sewer





CB

CB

CB

CB

CB

CB

CB

CBCB

CB

CB

CB

B

CB

CB

CB

CB

CB

CBCB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

150mm Water Main

200mm Water Service

300mm Water Main

150mm Water Service

200mm Water Service 300mm Water Main

300mm Water Main Aband'd

300mm Water Main


150mm Water Main


300mm Water Main

300mm Gas Main Aband'd



500mm Gas Pumping Main Aband'd




600mm Gas Main


Gas

Valv

e

Cha

mber

750mm Gas Main

300

mm

Gas

Main

Aband'd

600mm Gas Main

750mm Gas Main




600mm

900mm



Gas Drip Aband'd



750mm Gas Main


T.H.E.S. Cable

T.H.E.S. Cable

T.H.E.S. Conduit

T.H.E.S. Conduit

T.H.E.S. Conduit Aband'd

T.H.E.S. Cable

Lever Bros. Meter Chamber

T.H.E.S. Conduit

T.H.E.S. Conduit

H.E.P.C. C

able

s in steel P

ipes

Bell Canada Cable Aband'd

Bell Canada Conduit

Bell Canada Conduit

Bell C

anada

Co

nduit

Aband'd

Bell Canada Conduit

Bell Canada Conduit Aband'd



Bell Canada Conduit

Bell Canada Conduit

Imperial Oil Co. 250mm Pipe

Trans. Northern 250mm Pipe

200mm Ammonia Pipe Aban'd

200

mm

Am

mo

nia

Pip

e

Aband'd

Railway Siding

C.N.R.

Railw

ay

Tracks

Sun Oil Co. 200mm Pipe



Private Drain Approx. Location Aband'd

(closed) Concrete Bridge

450mm V.P. Sewer

Consumers Gas Company Easement

200mm Ammonia Pipe Aban'd

200mm Ammonia Pipe Aband'd

450mm V.P. Sewer Aband'd

450mm V.P. Sewer Aband'd

360

Net

works

360

Net

works

in sa

me

Tre

nch


450

mm

V.P. S

an. S

ewer


in the same Trench

450mm V.P. San. Sewer and 525mm V.P. Stm. Sewer


300mm V.P. San. Sewer Aband'd

750mm C.I. Pipe San. Sewer




Outfall

525

mm

V.P. S

tm. S

ewer


in

Sa

me

Tre

nch



CB

CB

CB

CB

CB

CB

CBCB

CB

CB

CB

150mm Water Main

300mm Water Main

750

mm

Gas

Main


750mm Gas Main

600mm Gas Main


750mm Gas Main


T.H.E.S. Cable

T.H.E.S. Cable

T.H.E.S. Conduit

H.E.P.C. C

able in 750

mm

St. P

ipe


Bell C

anada

Co

nduit

Bell Canada Conduit



Bell Canada Conduit



Sun-Canadian Pipeline 200mm Pipe

RS

Bol

RS

O

HW

Bol

HW

O

HW

Bol

O

HW

LS

LS

RS

HE

LS

O

LS

HW

HW

O

Bol

LS

HE

HW

Bol

HW

HW

HW

LS

Bol

LS

HM

HW

RS

HW

LS

Bol

HW

HE

HE

HW

HW

LS

RS

LS

LS















78.0

78.0

78.0

78.0

79.0

79.0

79.0

79.0

79.0

79.0

79.0

80.0

81.0

82.0

83.0

193

194

195

196

197

198

199

200

201

202

204

205

206

207

208

210

211

212

213

214

215

216217

218

219220

221

222

223

224

1401

1403

1446

1448

N

DO

N RIV

ER

YAW

KRAP Y

ELLA

V N

OD

OT

PM

AR

STREET LIN

E

STREET LINE



METRIC

DO

N V

ALLE

Y P

AR

KW

AY N

OR

TH

DO

N V

ALLE

Y P

AR

KW

AY S

OU

TH

PROPERTY LINE


AR

1078-2014-02-211

17ECS-MI-04DC

CIVIL

JK



DESIGN:

DATE:


DRAFTING: CHECK:

DRAWING

NUMBER:

DGC CONTRACT No.

Water






(CLOSED)

EASTERN AVENUE

0 4 102 20

SCALE 1:400

METER METERS



in association with

4SUN/4QUE - EROSION AND SEDIMENT CONTROL PLAN

C99

78.26

79.56

79.27 78.52

78.08

ACCESS ROAD

972.102OPSD SWING GATEDOUBLE 6m WIDE

TRUCK MUD MAT

TREATMENT TANKDEWATERING

SEWEREXISTING SANITARYPUMPED TO DISCHARGE DEWATERING

4SUN&4QUE

HOARDINGCONSTRUCTION LIMIT OF



SEPTEMBER 2017

SUNLIGHT PARK ROAD

(REFER TO C84)CONSTRUCTION HOARDINGINSTALL SILT FENCE ALONG

(REFER TO C84)ACCESS ROADINSTALL SILT FENCE ALONG


TR

CA R

EG

ULATIO

N LIMIT

EASTERN AVENUE

SANITARY SEWER OFF SITE.CODE 681-2, TABLE 1, PRIOR TO DISCHARGE TO BY-LAW DISCHARGE LIMITATIONS, TORONTO MUNICIPAL TREATED TO MEET CITY OF TORONTO SEWER USE WATER PUMPED FROM SHAFT AND TUNNEL TO BE 6.

RELEASE TO THE NATURAL ENVIRONMENT.SITE CONDITIONS CHANGE TO PREVENT SEDIMENT STATIC AND MAY NEED TO BE UPGRADED / AMENDED AS THE ESC STRATEGIES OUTLINES ON THE PLANS ARE NOT 5.

ADMINISTRATOR.ONLY UPON DIRECTION FROM THE CONTRACT SILTATION AND EROSION CONTROLS TO BE REMOVED 4.

TRCA.WATERCOURSES PERMIT (O.REG. 166/06) ISSUED BY WITH WETLANDS AND ALTERATION TO SHORELINES AND INFRACTION OF THE DEVELOPMENT, INTERFERENCE CONTACT TRCA ENFORCEMENT OFFICER IN CASE OF AN BE ALTERED OR CEASED. HE/SHE WILL IMMEDIATELY NECESSARY AND ORDER INAPPROPRIATE ACTIVITES TO WILL HAVE THE AUTHORITY TO STOP WORK AS MAY NEGATIVELY IMPACT NATURAL ENVIRONMENT AND WILL MONITOR ALL CONSTRUCTION ACTIVITIES THAT OF THE CONTRACTOR.THE CONTRACT ADMINISTRATOR ON-SITE MONITORING THE CONSTRUCTION ACTIVITIES THE CONTRACT ADMINISTRATOR WILL BE REGULARLY 3.

DETAILS.REFER TO DRAWING C82 FOR SEDIMENT CONTROL 2.

CONFLICT WITH EXISTING SERVICES.ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONNECTION POINTS AND MATERIAL TYPE TO BE FOR DAMAGE OR RESTORATION TO SAME. ALL AND STRUCTURES AND SHALL ASSUME ALL LIABILITY SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES UTILITY COMPANIES CONCERNED. THE CONTRACTOR CONSULTING THE APPROPRIATE AUTHORITIES OR SUCH SERVICES, UTILITIES AND STRUCTURES BY CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL STRUCTURES ARE NOT GUARANTEED. THE THE LOCATION OF SUCH SERVICES, UTILITIES AND DRAWING(S) THE COMPLETENESS AND ACCURACY OF UTILITIES ARE SHOWN AND WHERE SHOWN ON THE APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES AND MUNICIPAL SERVICES, UTILITIES AND STRUCTURES ARE THE LOCATION OF ALL UNDER/ABOVE GROUND 1.

GENERAL NOTES

SEE C82DEWATERING SILT POND TREATMENT TANK, SUMP TO BE PUMPED INTO

1

1


TO

RO

NT

O CIT

Y

PR

OVIN

CE O

F O

NT

ARIO MINIS

TE

R O

F E

NE

RG

Y A

ND INFR

ASTR

UC

TU

RE

GENERIC HO

LDINGS INC

Concrete Curb


East

Limit of

Don

Valle

y

Park

way

EASE

MENT

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

1A

1B

1C

1

155

T

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

T

T

T

T

LS

LS

LS

LS

T

LS

LS

LS

LS

LSLS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

U/C/

2012

PARKING



Outfall


300

mm

V.P. S

tm. S

ewer

Aband'd

225mm C.P. Stm. Connection

600mm x 900mm E.S.Br. Sewer Aband'd

300mm V.P. Stm. Sewer Aband'd




1350mm Monolithic Concrete Stm. Sewer





CB

CB

CB

CB

CB

CB

CB

CBCB

CB

CB

CB

B

CB

CB

CB

CB

CB

CBCB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

Bollard Lig

ht

Concrete Island

Co

n. R

et. W

all

Concrete Curb


East

Limit of

Don

Valle

y

Park

way

Chain Link Fence

EASE

MENT



Outfall

525

mm

V.P. S

tm. S

ewer


in

Sa

me

Tre

nch

225mm C.P. Stm. Connection



CB

CB

CB

CB

CB

CB

CBCB

CB

CB

CB

West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

Bollard Lig

ht

Concrete Island

RS

Bol

RS

O

HW

Bol

HW

O

HW

Bol

O

HW

LS

LS

RS

HE

LS

O

LS

HW

HW

O

Bol

LS

HE

HW

Bol

HW

HW

HW

LS

Bol

LS

HM

HW

RS

HW

LS

Bol

HW

HE

HE

HW

HW

LS

RS

LS

LS

193

194

195

196

197

198

199

200

201

202

204

205

206

207

208

210

211

212

213

214

215

216217

218

219220

221

222

223

224

1401

1403

1446

1448

N

DO

N RIV

ER

YAW

KRAP Y

ELLA

V N

OD

OT

PM

AR

STREET LIN

E

STREET LINE



METRIC

DO

N V

ALLE

Y P

AR

KW

AY N

OR

TH

DO

N V

ALLE

Y P

AR

KW

AY S

OU

TH

PROPERTY LINE


AR

1078-2014-02-212

17ECS-MI-04DC

C100

CIVIL

JK



DESIGN:

DATE:


DRAFTING: CHECK:

DRAWING

NUMBER:

DGC CONTRACT No.

Water






(CLOSED)

EASTERN AVENUE

0 4 102 20

SCALE 1:400

METER METERS

REMOVE ACCESS GATE

EXISTING CONDITIONSRESTORE TO MATCH

AREA WITH SODRESTORE GRASS



in association with

SILT FENCEHOARDING AND CONSTRUCTION REMOVE

EASTERN AVENUE

4SUN/4QUE - RESTORATION PLAN

4SUN/4QUE



SEPTEMBER 2017

SUNLIGHT PARK ROAD


TR

CA R

EG

ULATIO

N LIMIT

REPLACE CURB AND SIDEWALK

INFORMATIONREFER TO DRAWING L4 FOR LANDSCAPE RESTORATION 6.

T-310.010-4REPLACE ALL COMBINED CURBS AND SIDEWALKS AS PER 5.

AREAS AFFECTED BY THE WORKSIDEWALKS, DRIVEWAYS, ROADWAYS AND GRASSED CONTRACTOR SHALL RESTORE ALL DAMAGED CURBS, 4.

RESTORE SITE TO MATCH EXISTING GRADE.3.


CONFLICT WITH EXISTING SERVICES.ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONNECTION POINTS AND MATERIAL TYPE TO BE FOR DAMAGE OR RESTORATION TO SAME. ALL AND STRUCTURES AND SHALL ASSUME ALL LIABILITY SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES UTILITY COMPANIES CONCERNED. THE CONTRACTOR CONSULTING THE APPROPRIATE AUTHORITIES OR SUCH SERVICES, UTILITIES AND STRUCTURES BY CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL STRUCTURES ARE NOT GUARANTEED. THE THE LOCATION OF SUCH SERVICES, UTILITIES AND DRAWING(S) THE COMPLETENESS AND ACCURACY OF UTILITIES ARE SHOWN AND WHERE SHOWN ON THE APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES AND MUNICIPAL SERVICES, UTILITIES AND STRUCTURES ARE THE LOCATION OF ALL UNDER/ABOVE GROUND 1.

GENERAL NOTES

1

1
















West

Limit of

Do

n

Channel

Co

n. S

ea

wall E

/S. o

f

Channel

124

180

LS

T

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

199

200

201

202

204

205

206

207

208210

211

212

213

214

215

216217

218

219220

221

222

223

1401

1403

1446

1448

0+998

0+998

1+000

1+025

1+050

1+075

1+100

1+125

1+130

LD-BD-06

LD-BSR-08



PLAN & PROFILE

JK

N



METRIC

TORONTO CITY

TORONTO CITY

DO

N RIV

ER


DESIGN:

DATE:

SCALE: HORIZONTAL 1:500 VERTICAL 1:200

DRAFTING: CHECK:

DRAWING

NUMBER:

CONTRACT No.

Water


DIRECTOR, DESIGN & CONSTRUCTION




ADIT TUNNEL


AND ADIT TUNNELALONG CENTRELINE OF DEAERATION TUNNELEXISTING GROUND PROFILE

1078-2014-02-213 C101

AR DGC

DON

toronto...73.00 74.00 75.00 76.00 77.00 78.00 79.00 80.00 81.00 82.00 73.00 74.00 75.00 76.00 77.00...

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